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瀑布沟水电站地下厂房岩体渗流场对围岩稳定的影响分析
引用本文:苏鹏云,肖明.瀑布沟水电站地下厂房岩体渗流场对围岩稳定的影响分析[J].水电站设计,2005,21(2):24-28.
作者姓名:苏鹏云  肖明
作者单位:1. 国家电力公司成都勘测设计研究院,四川,成都,610072
2. 武汉大学,水利水电学院,湖北,武汉,430072
摘    要:根据瀑布沟地下厂房所采取的防渗、排水措施,采用三维有限元方法分析了施工开挖过程中岩体渗流场的变化,论证和分析了防渗帷幕和排水设施布置的合理性及必要性。

关 键 词:地下厂旁  渗流场  三维有限元法  围岩稳定性  瀑布沟水电站
文章编号:1003-9805(2005)02-0024-05
修稿时间:2004年3月8日

Analysis of Pubugou Hydroelectric Power Station Underground Power House Rock Mass Seepage Field Impacts on Surrounding Rock Stabilily
SU Peng-yun,XIAO Ming.Analysis of Pubugou Hydroelectric Power Station Underground Power House Rock Mass Seepage Field Impacts on Surrounding Rock Stabilily[J].Design of Hydroelectric Power Station,2005,21(2):24-28.
Authors:SU Peng-yun  XIAO Ming
Affiliation:SU Peng-yun~1,XIAO Ming~2
Abstract:Based on the seepage prevention & drainage facilites provided at Pubugou Hydroelectric Power Station underground power house,this paper analyses variation of the seepage field in the rock mass during the construction period by use of 3-dimensional finite element method & demonstracts reasonableness & necessity of the grout curtain & drainage facilities.
Keywords:underground powerhouse  seepage flow field  FEM  stability of surrounding  Pubugou Hydroelectric Power Station
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